Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: NCIndiana
  • Content: Threads
  • Order by date
  1. NCIndiana

    MSE Wall - Off Plumb

    Approximately 15ft tall MSE bridge abutment wall (non-load bearing, enclosing a pile and pile-cap system), observed during construction that it was going up slightly off plumb (away from fill), but visually perceptible when looked at carefully. After erection, it has come up for situational...
  2. NCIndiana

    Green Roofs

    I am looking for anyone who has experienced or heard of structural complications caused by green roofs. Talking about design of new structures. Unintended consequences. Gaps in codes. Adverse structural effects in structural maintenance, etc.
  3. NCIndiana

    Ash Wood Design

    Does anyone have any design specification or allowable stress information for Ash wood, by any code or agency?
  4. NCIndiana

    Short Thread Length

    I am looking at a 1 1/4" diameter anchor bolt (A307). Contractor failed to provide enough threaded length above the concrete pour, therefore I am not able to thread the entire length of the heavy hex nut (1 1/4" thick) above the base plate. Is there any guideline on determining the pullout...
  5. NCIndiana

    Hydronic Tubing Heating in concrete slab on grade

    What are benefits and pitfalls to watch out for when using Hydronic Tubing Heating in concrete slab on grade?
  6. NCIndiana

    Single Plate connections to Tube Steel Columns

    Is there any design guide/tool/analysis that adresses Single Plate connections to Tube Steel Columns? I am particulary interested in welded single plate connections against the side of the tube column supporting beams in shear connections. When do we get beyond what is reasonable for the tube...
  7. NCIndiana

    Single Plate connections to Tube Steel Columns

    Is there any design guide/tool/analysis that adresses Single Plate connections to Tube Steel Columns? I am particulary interested in welded single plate connections against the side of the tube column supporting beams in shear connections. When do we get beyond what is reasonable for the tube...

Part and Inventory Search

Back
Top